Tata Tiscon 550SD

More load carrying capacity of the rebars. For a given design load, fewer number of rebars or reduced diameter is required.

Minimum YS of 570*MPa

(More than IS1786:2008 – 550MPa)

• Easily carries design load without any structural cracks
• Optimized design leads to reduce steel consumption
• Up to 6%^ savings on steel quantity

More Flexibility (ductility) = More Safety

Enhanced earthquake resistance

Minimum UTS/YS ratio of >=1.15

(Matching lS13920 2016 - >=1.15)

Higher gap between YS and UTS results in higher ductility

Minimum Total Elongation of >=16%

(More than IS13920:2016 - >=14.5%)

Ability to stretch more before fracture at room temperature

Minimum Total Elongation at max force (UTS) >=5%

(Matching IS1786:2008 >=5%)